CN2197410Y - Scaffolding installation - Google Patents

Scaffolding installation Download PDF

Info

Publication number
CN2197410Y
CN2197410Y CN 93215263 CN93215263U CN2197410Y CN 2197410 Y CN2197410 Y CN 2197410Y CN 93215263 CN93215263 CN 93215263 CN 93215263 U CN93215263 U CN 93215263U CN 2197410 Y CN2197410 Y CN 2197410Y
Authority
CN
China
Prior art keywords
frame
building
rail
fixed
climbing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 93215263
Other languages
Chinese (zh)
Inventor
唐玉霞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 93215263 priority Critical patent/CN2197410Y/en
Application granted granted Critical
Publication of CN2197410Y publication Critical patent/CN2197410Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model relates to a special creeping formwork system device for construction, which is composed of a lifting frame structure and a lifting machine. The lifting frame structure is formed by overlapping all the rail frames; templates suspended by each rail frame can be matched with each rail frame to be removed to the predetermined building position; each template is removed after positioned, firmed and grouted; the lifting frame structure of the lifting machine is fixed with the completed wall surface of a building by the support frames arranged on the side edge; after one layer of the building is completed, the integral lifting frame structure can be lifted to an upper layer by the lifting machine. The utility model has the advantages of construction cost saving and short construction period and is suitable for the construction of high buildings.

Description

Scaffolding installation
The utility model relates to a kind of climbing form system device that is exclusively used in architecture construction, it is that the machine of climbing is provided with the hoisting frame structure, by carrying various construction materials on the hoisting frame structure and can being located at the template of diverse location, each template slides onto can be located behind the construction location and carried out grouting work, employed again reinforcing bar can be supported by the hoisting frame structure, and can use longer reinforcing bar and reduce lap length between each reinforcing bar, can reduce number of steel bars and each overlap joint program, be applicable to high floor building.
The construction of at present general traditional architecture thing, in the process of building, must build scaffold in its periphery according to the building moulding, upwards build each floor scaffold according to the height of the building of being built in addition, base oneself upon part for the constructor, therefore employed scaffold quantity is very huge, and before construction, must be built in advance, again must be one by one after completion with its dismounting, especially when the height of building raises gradually, when high floor is constructed, the crane that must use high floor is with the installation or removal of being sling of each scaffold, during crane is used to heal high floor, its article that at every turn can sling will more lack, and promptly each weight of hanging of lifting is very limited, certainly will will greatly improve so hang the access times of thing; Again, the every building materials and the utensil thereof of required use also must hang with crane when construction, for example each floor reinforcing bar that all need use must be sling, be in the milk required concrete or its material also must be hung (when the concrete of high floor can't be served by pump), under this kind situation, use the frequency of crane to increase, and must expend more cost.
Again since the upright cylinder (or wall) of each floor when construction, must erect has many main reinforcing bars, in order to make it can be comparatively firm after fixing in erectting, its length is all very limited can't be long, in addition for the set reinforcing bar of each floor can upwards be connected in series, so the reinforcing bar that is upwards connected must be finished with overlapping mode, when two reinforcing bars overlap, must there be a segment length to attach most importance between two reinforcing bars and be stacked with the section of connecing, promptly by overlapping section thus so that the employed reinforcing bar of each floor can reach serial connection, and for the reinforcing bar that this overlap joint section is connected in series can reach construction reference, lap length therebetween is longer usually, so, under the reinforcing bar of certain-length, its real spendable length of reinforcing bar after serial connection will reduce, make a high building when building, use the inevitable more and necessary often work serial connection reinforcing bar of amount of reinforcing bar very time-consuming, (especially buildings in general is when construction also to cause the number of times of overlap joint reinforcing bar to improve, the required reinforcing bar of first floor usually all must more), cause waste so there is the increase of invar muscle use amount not only, and cause shortcomings such as another kind waste because of doing more overlap joint work.
Main purpose of the present utility model is: the climbing form system device that a kind of special-purpose what architecture construction is provided, it is provided with several the machines that climb on hoisting frame, hoisting frame is arranged at each appropriate location on the building, with its set U type rail frame and on it set each fixed mount and backbone frame be assembled into a hoisting frame structure, the side or the appropriate location of this hoisting frame are provided with bracing frame, its bottom relative inner is provided with connecting frame, this connecting frame can be fixed with the completed building of following one deck relatively, and connecting frame and the default tensile resistance rod of building are fixed, so that integral lifting rack structure and building are done temporary transient location, can cooperate each rail that the template that is lifted is carried out running fix this moment, and carry out all other work, because of its operation simple and clear, but the reduction of erection time reduce engineering cost.
Another purpose of the present utility model is: the climbing form system device that a kind of special-purpose what architecture construction is provided, each backbone frame or U type rail frame place can utilize each a secondary rail chair or a rail chair for each template of lifting or side template, can utilize the machine of climbing that hoisting frame is given the suitable appropriate location that is lifted to, and each template moved to the wall place that makes of preparing, and each template is used in the making of each floor, escapable cost and reduction of erection time.
A purpose more of the present utility model is: the climbing form system device that a kind of special-purpose what architecture construction is provided, the side of hoisting frame is provided with the vertical side bracing frame, can be pivoted with several working platformes in its appropriate position, can be positioned on the platform for the constructor and to work, can supply on the hoisting frame again to place construction used every equipment or material, but thereby except that convenient construction, also can save the crane utilization rate.
The utility model provides a kind of climbing form system device that is exclusively used in architecture construction, its structure includes hoisting frame structure and the machine that climbs of organizing more, it is characterized in that: the position that is provided with of the machine that respectively climbs is according to building size and Mechanical Builds and determine, be fixed on the U type rail frame on the machine of climbing traversed by and be provided with many fixed mounts and backbone frame to form a hoisting frame, this hoisting frame is provided with vertical bracing frame in side, and on frame, be pivoted with the working platform that can use for the constructor, and the bottom is provided with connecting frame towards the wall place, can utilize tensile resistance rod that connecting frame and building are fixed; Again, the bottom of each U type rail frame and backbone frame can be hung with various templates according to the designed various forms of building moulding, so, can utilize the machine of climbing to be connected with the position that moves to institute's desire construction on the hoisting frame of bracing frame and each template that the hoisting frame structure is hung, again each template is passed to building and prepare the wall locations place of construction and supported positioning instant and can be in the milk, after finishing the building of this first floor, promptly can be identical form of construction work continue the construction of next level.
The aforesaid climbing form system device that is exclusively used in architecture construction, it is characterized in that: the fixed mount of hoisting frame structure or backbone frame below can secondary rail chair or the cooperation lifting of a rail chair be provided with various templates, and each rail chair can also be made by similar H type frame, two interior plates of one end are articulated with pulley, and end then is a stator in addition.
The aforesaid climbing form system device that is exclusively used in architecture construction, it is characterized in that: the below in the backbone frame is provided with guide rail with assembly pulley, the below of this guide rail interconnects with secondary rail chair, connecting rod and a rail chair, and the assembly pulley that is positioned at a rail chair bottom then can be in the set guide rail place slippage in template top.
The aforesaid climbing form system device that is exclusively used in architecture construction, it is characterized in that: can be with the two U type rail framves that the machine of climbing is fixing for the two pulley displacement usefulness that are pivoted on the secondary rail chair, the secondary rail chair guide rail that is serially connected with on the template of connecting rod, a rail chair and another pattern of end in addition is connected.
The aforesaid climbing form system device that is exclusively used in architecture construction, it is characterized in that: the machine both sides of climbing are provided with stay pipe, and several U type rail framves are to utilize various hack levers, right cylinder and base are fixed, this base is for the hydraulic press setting that is equipped with the bar that climbs, and being fixed with seat board, the outside of each U type rail frame located with end plate again for the pivot joint and the outside of cylinder, two cylinders that aforementioned each seat board articulated are positioned at the outside of stay pipe, so that play the guiding upper and lower displacement with the fixing base of U type rail frame, be separated with a segment distance and being fixed with upper plate up and down again between two crossbearers in central authorities, this upper plate can be provided with for the bar upper end of climbing and wherein and with nut be fixed, the tip designs of two stay pipes can be placed in side place between two crossbearers for the elongated body again, and fixedly forms with bolt-through.
The aforesaid climbing form system device that is exclusively used in architecture construction, it is characterized in that: each side bracing frame is provided with connecting frame with respect to the side edge of building, can be provided with pertusate location-plate on this connecting frame, for each template behind the position that moves to desire construction, be positioned at its connecting frame that descends one deck place and preset and align with respect to inboard set sleeve pipe between template, and be provided with tensile resistance rod in wherein running through, the two ends of tensile resistance rod can penetrate in the connecting box of hollow, the inner set baffle plate of the box that is connected is fixed, and the side in addition of connecting box is provided with the adjustment plate, the screw rod of being fixed with its plate face passes and interfix the support so that the connecting frame of each hoisting frame and building interfix with location-plate after adjusting.
The aforesaid climbing form system device that is exclusively used in architecture construction is characterized in that: tensile resistance rod can also pre-buried mode be embedded in the concrete of building when grouting in advance.
The aforesaid climbing form system device that is exclusively used in architecture construction is characterized in that: in building when grouting, be formed with on concrete with template groove be set, and inserts wherein location for connecting box.
The utlity model has the following characteristics:
One. because this case is provided with the vertical support frame in the frame two ends of respectively climbing, and its upper end is provided with working platform, this working platform is except that supplying every construction of constructor, also can be as the concrete place of tamping, so, not only can exempt existing must a large amount of build the construction scaffold with saving scaffold and artificial expense, also can be too high because of the floor of being built, when concrete pump can not reach part, and utilize instruments such as traditional trolley, very economic security to carry out grouting construction.
They are two years old. again because set frame and the two side bracing frames of climbing all are positioned at the last time top of tamping concrete wall wall, thereby can use as building location when erectting reinforcing bar, so the effective length of each reinforcing bar of erectting can more traditional length with the scaffold construction reinforcing bar of being erect be long, so really can reduce the loss that is caused when overlapping between two reinforcing bars.
They are three years old. because template is to be provided with to be lifted on the hoisting frame, the machine that at every turn climbs is gone up when moving hoisting frame in climbing, can simultaneously each template be carried and move, building required a considerable amount of reinforcing bar again also can be positioned on the working platform of hoisting frame, so that the progress according to engineering floor building is used to top offset, die and to reduce the frequency of utilization of crane in construction period, can save this expense partly.
They are four years old. because the template of using is to be continued to reuse to top offset after the first floor metope is finished down by the machine of climbing again, so can increase operating efficiency and reduction of erection time.
They are five years old. and the machine that climbs is when upwards climbing, be stay pipe and the location, completed building top that utilizes the machine that respectively climbs, after the machine of climbing moves to the location, can utilize the connecting frame and the building of the bracing frame institute evagination of hoisting frame to fix, so whole hoisting frame is fixing by what replace, makes it often be in stable state.
Further specify architectural feature of the present utility model and purpose below in conjunction with accompanying drawing.
Brief Description Of Drawings:
When Fig. 1 is the utility model formwork hoisting, the schematic diagram that major-minor rail frame is installed.
Fig. 2 makes the lifting schematic diagram of lifting template and slide rail for the utility model utilizes hoisting frame.
Fig. 3 is another schematic diagram of the present utility model.
Fig. 4 is the machine front view that climbs of the present utility model.
Fig. 5 is climb the partly stereo appearance figure that climbs of machine of the utility model.
Fig. 6 is the climb fixed part outside drawing of climb bar and stay pipe of machine of the utility model.
Fig. 7 is the front view of the utility model hoisting frame operating system.
Fig. 8 is the lateral view of the utility model vertical support frame.
Fig. 9 be the utility model bracing frame with tensile resistance rod between the schematic diagram that combines.
Figure 10 is the lateral view of the utility model bracing frame fixed end.
Figure 11 is the top view of the utility model vertical side bracing frame.
Figure 12 is a connecting box sectional view of the present utility model.
Figure 13 is another sectional view of connecting box of the present utility model.
Referring to shown in Figure 1, climbing apparatus of the present utility model is to use on building, for make drawing comparatively simple and direct thus only with the part of building 70 as embodiment so that explanation, this case is to be provided with the upright machine that climbs 40 of array in the appropriate location of building 70, the machine 40 that respectively climbs is set according to each stress point, normally be positioned at the corner of building 70, tail end or cylinder place, respectively climbing again is fixed with several on the machine 40 and is U type rail frame 103 longitudinally, and can be fixed with several fixed mounts 20 and several backbone framves 10 with position that each U type rail frame 103 intersects and form a hoisting frame structure.
Cooperation is referring to Fig. 2, shown in Figure 3, cross form hoisting frame structure is to be provided with several assembly pulleys 101 on backbone frame 10 set on the U type rail frame 103, each assembly pulley 101 below then is fixed with the guide rail 102 that is the I type, be provided with the secondary rail chair 11 of tool assembly pulley 111 again, this assembly pulley 111 can be along two side slips of guide rail 102, and 121 of can be on set stator 112 and rail chair 12 set stators of secondary rail chair 11 are connected with connecting rod 113, and the below that other props up rail chair 12 is provided with assembly pulley 122 can be along two side slips of the I type guide rail of being fixed on the side template 30 31; Two set U type rail framves of fixed mount 20 belows were separated with suitable distance in 103 minutes again, and set assembly pulley 131 slippage on U type rail frame 103 in the secondary rail chair 13, the below of this pair rail chair 13 is connected with a rail chair 14 with connecting rod 141, and this rail chair 14 is positioned at the set guide rail 32 places slippage in template 301 tops with set assembly pulley; An aforesaid secondary rail chair 11,13 or a rail chair the 12, the 14th are provided with two relative rollers in an end inboard of the pedestal that is U type or H type, and end then can design the stator for coupler link serial connection usefulness in addition.Each above-mentioned again plate moulding is to design according to the shape of building, and the position according to its setting can be designed to various external form, in addition it highly generally is be embodiment with three meters (being the first floor height), and has suitable intensity for carrying concrete pressure.
Referring again to Fig. 4, Fig. 5 and shown in Figure 6, the machine 40 that climbs is to be provided with a bar 42 that climbs that hydraulic press 45 is installed at two 41 relative of stay pipes, this hydraulic press 45 is to be arranged on the base 44, base 44 is to be fixed in the right cylinder 46 that cooperates an I type on the two U type rail framves 103 again to fix with the two U type rail framves 103 in addition of top again, two U type rail framves 103 of this upper-lower position are fixed (cooperating referring to shown in Figure 7) in other place by other support, be equipped with seat board 441 on aforesaid each U type rail frame 103 and with respect to stay pipe 41 places, all be articulated with two cylinders 442 on each seat board 441 and just be positioned at the both sides of stay pipe 41, end in addition in cylinder 442 is fixed with end plate 443, so that unsplit bedplate 44 can be moved by stay pipe 41 guidings; The tip designs of each stay pipe 41 is the fixed end 411 of elongated body again, two crossbearers 43 that are the U type cooperate the upper plate 431 of central authorities to be connected with the segment distance of being separated by again, the fixed end 411 of stay pipe 41 terminations can be placed the formed spacing of crossbearer 43 2 sides place, and fix with bolt-through, other the climb top of bar 42 is run through upper plate 431 backs and is rotated with nut 421.Cooperate referring to Fig. 1, shown in Figure 7, two stay pipes 41 of this machine 40 that climbs can directly rely on building 70 tops again, or the pre-buried type that can be embedded in advance in the building 70 carries out.
Referring to Fig. 7, shown in Figure 8, the machine that climbs 40 of this case is arranged on the building 70, being combined to form between itself and U type rail frame 103 and each support is a hoisting frame 50, the side of this hoisting frame 50 or other need vertically locate to install side bracing frame 60 in hoisting frame 50 two ends according to construction, then can be pivoted with several working platformes 61 again on the bracing frame 60, can be when desire be used, with the outstanding carrying of its rotation for the constructor, aforesaid hoisting frame 50 and bracing frame 60 all are according to building 70 shapes or desire construction location and design, wherein the working platform of hoisting frame 50 tops leaves the construction of quite enough spaces for assembling reinforcement, and bracing frame 60 also designs again has suitable width spaces for placing reinforcing bar, tamping concrete instrument and staff's activity space; Bracing frame 60 bottoms and be formed with towards the outstanding connecting frame 63 of wall again with respect to building 70 wall places, the appropriate location up and down of this connecting frame 63 is provided with a plurality of fixing holes 631, pertusate location-plate 62 can be cooperated fixing (cooperating referring to Fig. 9, shown in Figure 10) with the fixing hole 631 of one of them.
Referring again to Figure 12, shown in Figure 13, connecting box 73 is the hollow box bodily form and central authorities form space 731, on its two sides, be respectively equipped with elongated hole 732,733, and space 731 can be incorporated with baffle plate 721 and be fixed with two screw rods 735 and by the adjustment plate 734 of slotted hole 733 evaginations in the box, this connecting box 73 can place building 70 in when grouting by formed groove 74 places that are provided with of template, and make tensile resistance rod 72 run through sleeve pipe 71 back or will be embedded in advance and fixed by nut 722 after tensile resistance rod in the building concrete penetrates the perforation of the slotted hole 732 of connecting box 73 and baffle plate 721, connecting frame 63 with bracing frame 60 contacts with the wall of building 70 again, and the perforation of location-plate 62 is rough with respect to the sleeve pipe of having buried underground in the building 70 71, adjustment plates 734 in the adjustment connecting box 73 make its screw rod of fixing 735 can run through the perforation of location-plate 62 and are interfixed, and so can make whole hoisting frame 50 combine firmly (as shown in figure 11) with building 70 by connecting frame 63 temporary transient elder generations.
This case is in actual when being used in architecture construction, be to finish building 70 wherein after the construction of one deck, be about to everywhere the tensile resistance rod between template 72 earlier and removed, and after separating each template, remove stain and every pre-treatment work (as shown in figure 11), can be after finishing by the start of the machine that respectively climbs 40 that is arranged at this one storey building top, hoisting frame 50 is upwards climbed (referring to Fig. 7, shown in Figure 8), simultaneously also with each template of building, upwards be promoted to the height place of last layer, carry out the work of assembling reinforcement, after finishing above-mentioned work, can carry out rigging and every inspection work, when everywhere template of assembling, each template of hoisting frame 50 belows can be designed with set therebetween variant traversing guide, and each template or side template etc. are all moved and are positioned at the side edge (three sees shown in Fig. 1) of building 70, wait to move to template that can both sides are set relatively behind the location or be positioned between two templates of supported on both sides frame 60 sides and run through fixing with tensile resistance rod 72, this moment is after checking everywhere fixing errorless, be dismountable elevator 40 and stay pipe 41, use with the construction of preparing next time, so that can carry out the grouting work of building, as being undertaken, can finish each floor construction operation of high floor building by above-mentioned circulation construction sequence.

Claims (8)

1, a kind of climbing form system device that is exclusively used in architecture construction, its structure includes hoisting frame structure and the machine that climbs of organizing more, it is characterized in that: the position that is provided with of the described machine that respectively climbs is according to building size and Mechanical Builds and determine, described hoisting frame is made up of many fixed mounts and the backbone frame of traversed by setting on the U type rail frame that is fixed on the machine of climbing, can hang various templates according to the designed various forms of building moulding, this hoisting frame side is provided with vertical bracing frame, and on bracing frame, be pivoted with the working platform that can use for the constructor, and the bottom is provided with connecting frame towards the wall place, can utilize tensile resistance rod that connecting frame and building are fixed.
2, the climbing form system device that is exclusively used in architecture construction according to claim 1, it is characterized in that: the fixed mount of hoisting frame structure or backbone frame below are provided with a secondary rail chair or a rail chair of the various templates of lifting, and each rail chair can also be made by similar H type frame, two interior plates of one end are articulated with pulley, and end then is a stator in addition.
3, according to 1 described climbing form system device that is exclusively used in architecture construction of claim the, it is characterized in that: the below in the backbone frame is provided with guide rail with assembly pulley, the below of this guide rail interconnects with secondary rail chair, connecting rod and a rail chair, and the assembly pulley that is positioned at a rail chair bottom then can be in the set guide rail place slippage in template top.
4, the climbing form system device that is exclusively used in architecture construction according to claim 1, it is characterized in that: the two U type rail framves fixing with the machine of climbing are provided with secondary rail chair, be pivoted with two pulleys on this pair rail chair, the secondary rail chair in addition guide rail that is serially connected with on the template of connecting rod, a rail chair and another pattern of end is connected.
5, the climbing form system device that is exclusively used in architecture construction according to claim 1, it is characterized in that: the machine both sides of climbing are provided with stay pipe, and several U type rail framves are to utilize various hack levers, right cylinder and base are fixed, this base is for the hydraulic press setting that is equipped with the bar that climbs, and being fixed with seat board, the outside of each U type rail frame located with end plate again for the pivot joint and the outside of cylinder, two cylinders that aforementioned each seat board articulated are the outsides that are positioned at stay pipe, so that play the guiding upper and lower displacement with the fixing base of U type rail frame, be separated with a segment distance and being fixed with upper plate up and down again between two crossbearers in central authorities, this upper plate can be provided with for the bar upper end of climbing and wherein and with nut be fixed, the tip designs of two stay pipes can be placed in side place between two crossbearers for the elongated body again, and fixedly forms with bolt-through.
6, the climbing form system device that is exclusively used in architecture construction according to claim 1, it is characterized in that: each side bracing frame is provided with connecting frame with respect to the side edge of building, can be provided with pertusate location-plate on this connecting frame, for each template behind the position that moves to desire construction, be positioned at its connecting frame that descends one deck place and preset and align with respect to inboard set sleeve pipe between template, and be provided with tensile resistance rod in wherein running through, the two ends of tensile resistance rod can penetrate in the connecting box of hollow, the inner set baffle plate of the box that is connected is fixed, and the side in addition of connecting box is provided with the adjustment plate, the screw rod of being fixed with its plate face passes and interfix the support so that the connecting frame of each hoisting frame and building interfix with location-plate after adjusting.
7, according to claim 1 or the 6 described climbing form system devices that are exclusively used in architecture construction, it is characterized in that: tensile resistance rod can also pre-buried mode be embedded in the concrete of building when grouting in advance.
8, the climbing form system device that is exclusively used in architecture construction according to claim 6 is characterized in that: in building when grouting, be formed with on concrete with template groove be set, and inserts wherein location for connecting box.
CN 93215263 1993-06-05 1993-06-05 Scaffolding installation Expired - Fee Related CN2197410Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 93215263 CN2197410Y (en) 1993-06-05 1993-06-05 Scaffolding installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 93215263 CN2197410Y (en) 1993-06-05 1993-06-05 Scaffolding installation

Publications (1)

Publication Number Publication Date
CN2197410Y true CN2197410Y (en) 1995-05-17

Family

ID=33795822

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 93215263 Expired - Fee Related CN2197410Y (en) 1993-06-05 1993-06-05 Scaffolding installation

Country Status (1)

Country Link
CN (1) CN2197410Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100351483C (en) * 2005-03-10 2007-11-28 深圳市特辰科技有限公司 Integrally hoisting formwork climbing platform system and method for operating the same
CN101979800A (en) * 2010-10-29 2011-02-23 北京韬盛科技发展有限公司 Electric climbing formwork system
CN102704675A (en) * 2012-05-25 2012-10-03 中煤矿山建设集团有限责任公司 Hydraulic climbing formwork
CN106917506A (en) * 2015-12-28 2017-07-04 五冶集团上海有限公司 It is a kind of to be easy to mobile and fixed positioner and its making and application
CN110821152A (en) * 2019-12-06 2020-02-21 荆门市佰思机械科技有限公司 Automatic hydraulic template of climbing formwork device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100351483C (en) * 2005-03-10 2007-11-28 深圳市特辰科技有限公司 Integrally hoisting formwork climbing platform system and method for operating the same
CN101979800A (en) * 2010-10-29 2011-02-23 北京韬盛科技发展有限公司 Electric climbing formwork system
CN101979800B (en) * 2010-10-29 2012-05-09 北京韬盛科技发展有限公司 Electric climbing formwork system
CN102704675A (en) * 2012-05-25 2012-10-03 中煤矿山建设集团有限责任公司 Hydraulic climbing formwork
CN106917506A (en) * 2015-12-28 2017-07-04 五冶集团上海有限公司 It is a kind of to be easy to mobile and fixed positioner and its making and application
CN110821152A (en) * 2019-12-06 2020-02-21 荆门市佰思机械科技有限公司 Automatic hydraulic template of climbing formwork device

Similar Documents

Publication Publication Date Title
CN106812120A (en) Hydraulic self-lifting truss-like cantilever heavy type arch dam template system
CN106193584B (en) A kind of self-supporting combined large steel model and its wall construction method of preventing fires
CN206680962U (en) Hydraulic self-lifting truss-like cantilever heavy type arch dam template system
CN1044841A (en) Building construction system
CN111472540A (en) Integrated formwork system suitable for concrete pouring of pool wall and construction method thereof
CN2197410Y (en) Scaffolding installation
CN1908335A (en) Suspension holder construction method
JPH10339033A (en) Concrete multistory building construction device and construction method for concrete oblique post
CN110700105B (en) Synchronous construction method for high pier column and tie beam and template used in same
CN1020120C (en) Mould-raising technology for poured-in-place wall without climibing rack and its mould
CN113175201A (en) A operation platform that rises that slides for elevartor shaft construction
CN109595011B (en) Two-lining trolley assembly scheme for large-section subway station tunnel
CN2653044Y (en) Formwork lifting device for building wall
CN2434378Y (en) Creeping formwork construction appts for column shape building
CN220184587U (en) Frame is climbed to shear force wall aluminum mould
CN2459394Y (en) Construction frame for building
CN217292753U (en) Stair are size adjustable supporting seat for mould
CN213418468U (en) Device for pouring concrete into high-rise building supporting and hanging formwork
CN217924521U (en) Prefabricated concrete stair for assembly type building convenient to hoist and mount
CN212249181U (en) Integrated formwork system suitable for concrete pouring of pool wall
CN220246891U (en) Pit forming integrated template device suitable for foundation pit
CN115306136B (en) Inclined wall eversion climbing type steel platform construction device and method
CN216765625U (en) Integral hydraulic creeping formwork structure for double-column pier construction
CN217051331U (en) Anchorage top cover plate installation device
CN215107202U (en) A operation platform that rises that slides for elevartor shaft construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee